BENEFICIAR : CONSTRUCTOR : SUBUNITATE : ----------------------------------------------------------------- INVESTITIE :078 HALA SEDIU FIRMA SI DEPOZIT OBIECT :078.01 LUCRARI DE CONSTRUCTII STADIU FIZIC :078014 DRUM ACCES TROTUAR SI RIGOLE ----------------------------------------------------------------- CATEG.LUCRARI: 0000 A CANTITATE: 1,000 BUC. ANTEMASURATOARE 078014 PAG.: 1 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= A. CHELTUIELI DIRECTE ARTICOLE 1 TSA01A1 MC..........109,000 SAP.MAN.IN SPATII INTINSE IN PAM.CU UMID.NAT.ARUNC.IN DEPOZ.SAU VEHIC.LA H<0,6M T.USOR +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 130*0.5*1.5 .................................. 97,500 | |2 28*2*0.20 .................................... 11,200 | |Total: ........................................ 108,700 <<| +------------------------------------------------================+ 2 DA06A1 MC..........259,000 STRAT AGREG NAT(BALAST)CILINDR CU FUNCT REZIST FILTRA NT IZOL AERISIRE ANTCAP CU ASTERNERE MANUALA +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 12*65*0.3 .................................... 234,000 | |2 130*1.5*0.1 .................................. 19,500 | |3 28*2*0.1 ..................................... 5,600 | |Total: ........................................ 259,100 <<| +------------------------------------------------================+ 3 TSD02A1 100 ..........2,750 IMPRAST.PAMINT AFINAT PROVENIT DIN TER.CAT.1 SAU 2 CU BULD.DE 65-80CP IN STRAT.CU GROS.DE 15-20CM +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 1.1*12*65*0.32*0.01 .......................... 2,745 | |Total: ........................................ 2,745 <<| +------------------------------------------------================+ 4 TSD07C1 100 ..........2,750 COMPACTAREA UMPLUT.CU RULOU COMPRESOR 10-12T.EXCL.UDA REA PAM.NECOEZ.GRAD.COMACT.97-98 % 5 DC01C1 MP..........780,000 IMBR BET CIM LA AUTOSTR DR CLS I-IV PISTE AEROPOR-TUA RE EXEC 2 STR(REZ-UZURA)CU GROS TOTALA 20 CM +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 12*65 ........................................ 780,000 | |Total: ........................................ 780,000 <<| +------------------------------------------------================+

078014 DRUM ACCES TROTUAR SI RIGOLE PAG.: 2 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= 5 2100971 MC..........156,000 BETON DE CIMENT B300 (C18/22.5) STAS 3622 (BC 22,5) 6 CO01A1 MP...........56,000 TROTUAR DIN BETON SIMPLU TURNAT PE LOC +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 28*2 ......................................... 56,000 | |Total: ........................................ 56,000 <<| +------------------------------------------------================+ 6 2100971 MC............5,600 BETON DE CIMENT B300 (C18/22.5) STAS 3622 (BC 22,5) 7 CB04A1 MP...........82,000 COFRAJE DIN PANOURI REFOLOSIBILE DIN SCINDURI LA CONS TRUCTII CU H<20M LA PLACI SI GRINZI +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 ((28+2)*2+2*14)*.1 ........................... 8,800 | |2 471*0.1 ...................................... 47,100 | |3 0.2*2*65 ..................................... 26,000 | |Total: ........................................ 81,900 <<| +------------------------------------------------================+ 8 CA01A1 MC...........23,400 TURNARE BETON SIMPLU IN FUNDATII(CONTINUE,IZOLATE)SI SOCLURI CU VOLUM <3MC +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 130*1.5*1.2*0.1 .............................. 23,400 | |Total: ........................................ 23,400 <<| +------------------------------------------------================+ 8 2100971 MC...........23,400 BETON DE CIMENT B300 (C18/22.5) STAS 3622 (BC 22,5) 9 RPCE34A1 M...........241,000 UMPLEREA ROSTURILOR DINTRE TROTUAR SI SOCLUL CLADIRII CU BITUM TIP D +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 28+14*2 ...................................... 56,000 | |2 65+10*12 ..................................... 185,000 | |Total: ........................................ 241,000 <<| +------------------------------------------------================+ 10 DC04B1 M...........241,000 TAIEREA CU MAS.CU DISC DIAMANT ROST CONTRACTIE SI DIL ATATIE BETON UZURA LA DRUMURI 11 CZ0301A1 KG..........229,400 CONFECT.ARMAT.FASONARE BARE PT.FUNDATII IZOL.CONTINUI SI RADIERE IN ATEL.CENT.OB 37 D=6-8MM

078014 DRUM ACCES TROTUAR SI RIGOLE PAG.: 3 ================================================================= = A R T I C O L E: = =NR. SIMBOL DENUMIRE CANTITATE = = = =SPOR: MAT. MAN. UTI. U.M. = ================================================================= +------------ Detalii calcul cantitate: ------------ Rezultat: --+ |1 0.62*(65+10*12)*2 ............................ 229,400 | |Total: ........................................ 229,400 <<| +------------------------------------------------================+ 12 CC01A1 KG..........230,000 MONTARE ARMATURI DIN OTEL BETON D<18MM IN FUNDATIIIZO LATE CU DISTANTIERI DIN MASE PLASTICE 13 DA06A2 MC...........24,000 STRAT AGREG NAT(NISIP)CILINDR CU FUNCT REZIST FIL-TRA NT IZOL AERISIRE ANTICAP CU ASTERNERE MANUALA 14 DD02A1 MP..........471,000 PAVAJ EXEC CU PAVELE NORM CAL I PE UN SUBSTR DE NIS IP 15 2205484 MP..........471,000 PAVELE DE 6 CM GROSIME 16 TRB01C14 T...........812,000 TRANSPORTUL MATERIALELOR CU ROABA PE PNEURI INC ARUNC ARE DESC RASTURNARE GRUP1-3 DISTANTA 40M 17 TRB05A14 T.............3,500 TRANSPORTUL MATERIALELOR PRIN PURTAT DIRECT.MATERIALE COMODE SUB 25 KG DISTANTA 40M 18 TRI1AA05C4 T...........199,000 INCARCAREA MANUALA A PAMANTULUI SAU MOLOZULUI IN AUTO 19 TRA01A20 T............67,000 TRANSPORTUL RUTIER AL MATERIALELOR,SEMIFABRICATELOR C U AUTOBASCULANTA PE DIST.= 20 KM. 20 TRA01A05P T...........543,000 TRANSPORTUL RUTIER AL PAMINTULUI SAU MOLOZULUI CU AUT OBASCULANTA DIST.= 5 KM 21 TRA01A02P T...........641,000 TRANSPORTUL RUTIER AL PAMINTULUI SAU MOLOZULUI CU AUT OBASCULANTA DIST.= 2 KM 22 TRA06A20 T...........444,000 TRANSPORTUL RUTIER AL BETONULUI-MORTARULUI CU AUTOBET ONIERA DE 5,5MC DIST. =20KM ================================================================= Proiectant Constructor Beneficiar